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z <br />CL <br />m <br />Uj <br />z <br />z <br />LL <br />LU <br />z <br />m <br />0 <br />0 <br />a� <br />o� <br />0- <br />U) <br />m <br />0- <br />z <br />m <br />m <br />01 <br />LLJ� <br />m <br />t2i <br />m <br />2" W, HDPE, SDR <br />PVC, S C H 40 CAS <br />INTO CONC PILE C <br />OCCURS AT BENT <br />RECONNECT DOLPF <br />TRESTLE. SEE SHF <br />E HW = 14.35' <br />MHHW e 11010' <br />4"x90' PVC SWEEP, <br />SCH 409 48" RADIUS <br />MLLW = Oe6T <br />r ~-d I , <br />Ed <br />T <br />P�, 99 % A t 1 I m r_'*� /_ e- r,% r-, v_1 1 R 1 1- 1 f% fa A H9 -1 ­ <br />POTABLE WATER SHIP SERVICE: SECTION <br />C3.18 C3a21C3.3 SCALE: 1" = 10' <br />2" HDPE SDR 9 ENCASED <br />IN 4" PVC SCH 40. <br />CORE DRILL 5" 0 HOLE THROUGH <br />EX CONC GRADE BEAM.. <br />IE = 12.61 , SEE SHEET S22e1 <br />TCOMPRESSED AIR FREEZE <br />,3C3.4 PROTECTION ASSEMBLY <br />CORE DRILL 5"0 HOLE Rw <br />THROUGH EX CONC RET WALL. <br />IE ® 13.80'9 SEE SHEET S22.1 �r <br />rm <br />2" HDPE SDR 9$ <br />DIRECT BURY, <br />CONC DUCTBANK9 BEYON� <br />SEE ELEC PLANS. <br />—1 \ <br />rd <br />C3�REINFORCED CONC VALVE VAULT <br />S922.3 <br />(5) UPLAND ACP <br />C3 3 C2,5 <br />------------------------------------------------------------ <br />I <br />I I <br />------__-__-___-- <br />0 0 ® Q 0 <br />a O a 0 0 <br />ate__ act � <br />__-- <br />w� <br />----_-----_-®__--__---------- <br />-- <br />1 <br />---------- <br />---------------- <br />�- <br />_�- �—------------ <br />_ _________a___-� <br />c <br />-------------- ------------ <br />------------- <br />�_�___w_ _____ <br />___a___ <br />ec <br />IiL� <br />I <br />I <br />xHDPE <br />L----------------------------_--_-__------------ <br />_ <br />ELEC `VAULT BEYON® <br />©o-----®-m-®-Q---o------ <br />EX <br />EX C <br />NC <br />j/�///�//� � PROTECT CONC <br />INRPLACEEAM. PR TE�CT INEPLACEL, SEE vELEC�PLANS. <br />---� <br />(���W�ATflER �PlPE CORD DRILL $EC-TION <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />ffi SCALE: 1 " = 2' <br />299 BRASS BALL VALVE <br />299 316 SS UNION <br />1.5" CAM LOCK FITTING <br />2"x 1.5" 316 SS REDUCER <br />POTABLE WATER SHIP SERVICE BULLRAIL UTILITY VAULT <br />C3.2 S 15.1 <br />WRAP PIPE AND ALL FITTING WITH <br />1 /2" MIN THICK FIBER GLASS PIPE <br />INSULATION WITH ALUMINUM COVER AND <br />HEAT TAPE SUFFICIENTLY TO PREVENT <br />FREEZING. SEE SHEET E6.6 FOR <br />POWER AND MEAT TAPE INFORMATION. <br />L <br />6 SS BEND <br />SS PIPE, TYP <br />2" TEE AND 2" BRASS BALL VALVE <br />SHUT—OFF TO RESTORE WATER SERVICE <br />TO EX DOLPHIN BERTH TRESTLE. SHOWN <br />ROTATED FOR CLARITY. <br />(ONLY AT BENT 27.5) <br />2" HDPExSS TRANSITION FITTING <br />C 2" W, HDPE, SDR 99 INSIDE 4" <br />PVC, SCH 40 CASING PIPE CAST <br />INTO CONC PILE CAP <br />f <br />r3­'�POTABLE WATER SHIP SERVICE ELEVATION <br />F_ <br />PAVEMENT REPLACEMENT SHALL <br />OVERLAP THE TRENCH BY 1' MI.N. SEE <br />GRADING AND PAVING PLANS FOR <br />12" CRB, PAVING AND SAWCUT REQUIREMENTS, <br />95% COMPACTIONS <br />12" BACKFILL, -- <br />95% COMPACTION, <br />SEE NOTE <br />PIPE ZONE BEDDING, -- <br />90% COMPACTION, - - <br />SEE NOTE 2e <br />-ALTERNATE SLOPING TRENCH <br />40" MAX WALL, 1 H:1 V MAX, <br />3"0 HDPE W CENTERED <br />IN TRENCH <br />DETAIL TYPICAL TRENCH SECTION- <br />C3A, C3.2 1 C3e3 SCALE: NTS <br />1. BACKFILL SHALL BE IMPORTED STRUCTURAL FILL OR EQUIVALENT <br />SUITABLE NATIVE MATERIAL AS APPROVED BY THE ENGINEER. COMPACT <br />TO 95% MAXIMUM DENSITY, SEE SPECIFICATIONS. <br />2. PIPE ZONE BEDDING SHALL BE CRUSHED SURFACING BASE COURSE. <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08J/201 I <br />CHECKED BY: <br />N. WATSON <br />y� PTA <br />� <br />A.. .. ,........ <br />TERMINAL <br />' I WHARF <br />A F ELECTRICAL <br />UPGRADES-PHASE <br />°,° , � A ° E <br />WATER DETAILS (1 OF 2) <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />NO. MT- ST-201 i-1 1 <br />SHEET NO, 45 OF 176 <br />